| Contract ID: | 120164 | Estimate Number: | 0009 | Contract No: | 711179 | |||
| Residency: | ATKINS NORTH AMERICA, INC. (AKA PBS & J) (01010) | Estimate Type: | Progressive | Account No: | 436100 | |||
| Project Number(s): | BRF-056C(253)CI | ||||||||||||
| Primary Job Piece No: | 15205(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES COUNTY ROAD (NS-390): OVER MONTEZUMA CREEK, 2.75 MILES NORTH OF I-40. PROJECT LENGTH = 0.196 MILES. | ||||||||||||
| Primary County: | OKMULGEE | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
| 1220 E. MAIN | |||||||||||||
| CORDELL , OK 73632 | |||||||||||||
| Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
| Date Let: | 04/19/2012 | NTP Effective Date: | 08/06/2012 | Pay Period: | 01/16/2013 TO 01/31/2013 |
| Date Awarded: | 05/07/2012 | Date Work Began: | 08/06/2012 | Original Contract Time: | 120 |
| Date Contract Executed: | 05/22/2012 | Date Time Stopped: | Current Time Charged: | 151.00 | |
| Date NTP Issued: | 05/29/2012 | Completion Date: | Current Time Allowed: | 147.00 | |
| General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 102.72 % |
| Specification Year: | 2009 | Date Approved: | 02/01/2013 | ||
| Current Contract Amount: | $598,213.90 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $598,213.90 | Participating: | $497,735.36 | $422,970.21 | $74,765.15 | ||
| Percent Complete: | 82.87 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $102,491.46 | Total Earnings: | $497,735.36 | $422,970.21 | $74,765.15 | ||
| Unearned Balance: | $102,491.46 | Stockpiled Materials: | $1.29 | $1.29 | $0.00 | ||
| Gross Earnings: | $497,736.65 | $422,971.50 | $74,765.15 | ||||
| Other Adjustments: | $-14.21 | $0.00 | $-14.21 | ||||
| Liq Dam/Disincentive: | $-2,000.00 | $0.00 | $-2,000.00 | ||||
| TOTAL: | $495,722.44 | $422,971.50 | $72,750.94 | ||||
| Contract ID: | 120164 | Estimate Number: | 0009 | Primary JP: | 15205(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | To add days only as compensation for construction delays | Approved | 12/18/2012 | 27.0 | $0.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 15205(04) | 0015 | 96" DIMPLE BAND COUPLER W/BOLTS | Stockpiled Material Initial Payment | 0001 | $498.00 |
| 15205(04) | 0015 | 96" DIMPLE BAND COUPLER W/BOLTS | Stockpiled Material Adjustment | 0002 | $-498.00 |
| 15205(04) | 0015 | PIPE-CGMP | Stockpiled Material Initial Payment | 0001 | $6,640.00 |
| 15205(04) | 0015 | PIPE-CGMP | Stockpiled Material Adjustment | 0002 | $-6,640.00 |
| 15205(04) | 0015 | PIPE-CGMP | Stockpiled Material Adjustment | 0002 | $-3,154.00 |
| 15205(04) | 0015 | PIPE-CGMP | Stockpiled Material Initial Payment | 0001 | $3,154.00 |
| 15205(04) | 0028 | Engineering | Stockpiled Material Initial Payment | 0001 | $962.51 |
| 15205(04) | 0028 | Engineering | Stockpiled Material Adjustment | 0005 | $-961.22 |
| 15205(04) | 0028 | Bearing Pads | Stockpiled Material Adjustment | 0005 | $-1,614.00 |
| 15205(04) | 0028 | Bearing Pads | Stockpiled Material Initial Payment | 0001 | $1,614.00 |
| 15205(04) | 0028 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0005 | $-43,187.56 |
| 15205(04) | 0028 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $43,187.56 | Subtotals For Stockpile Payments | $1.29 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0009 | --4.0 | $500.00 | $-2,000.00 | Subtotals For Liquidated Damages | $-2,000.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 15205(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 473.66 | $-0.03 | $-14.21 | Subtotals For Line Item Adjustments | $-14.21 |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 120164 | Estimate Number: | 0009 | Primary JP: | 15205(04) | |||
| Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
| Fed/State Project Number: BRF-056C(253)CI | Project: 15205(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.850 | $5,000.00 | $0.00 | $4,250.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 10,723.000 | 10,723.000 | 9,114.550 | $5.50 | $0.00 | $50,130.03 | |
| 0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,695.000 | 2,695.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.500 | $3,500.00 | $0.00 | $1,750.00 | |
| 0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,062.000 | 1,062.000 | 1,127.000 | $1.65 | $0.00 | $1,859.55 | |
| 0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 334.000 | 334.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
| 0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 8,256.000 | 8,256.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
| 0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 2.000 | 2.000 | 0.000 | $700.00 | $0.00 | $0.00 | |
| 0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 562.000 | 562.000 | 525.670 | $35.00 | $0.00 | $18,398.45 | |
| 0010 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 574.000 | 574.000 | 46.000 | 581.230 | $25.00 | $1,150.00 | $14,530.75 |
| 0011 | PRIME COAT | 408 5774 | GAL | 1,223.000 | 1,223.000 | 400.000 | 400.000 | $5.50 | $2,200.00 | $2,200.00 |
| 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 527.000 | 527.000 | 473.660 | 473.660 | $105.00 | $49,734.30 | $49,734.30 |
| 0013 | CLASS C CONCRETE | 509(D) 0325 | CY | 108.000 | 108.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
| 0014 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 105.000 | 105.000 | 105.000 | $20.00 | $0.00 | $2,100.00 | |
| 0015 | 96" CORR. GALV. STEEL PIPE | 613(B) 4819 | LF | 234.000 | 234.000 | 234.000 | $166.00 | $0.00 | $38,844.00 | |
| 0016 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 6.000 | 6.000 | 6.000 | $110.00 | $0.00 | $660.00 | |
| 0017 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.130 | 0.830 | $4,000.00 | $520.00 | $3,320.00 |
| 0018 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,087.000 | 2,087.000 | -4.780 | 2,082.220 | $2.50 | $-11.95 | $5,205.55 |
| 0019 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 0.000 | $525.00 | $0.00 | $0.00 | |
| 0020 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 425.000 | 425.000 | 150.000 | 150.000 | $11.00 | $1,650.00 | $1,650.00 |
| 0021 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $2,255.00 | $9,020.00 | $9,020.00 |
| 0022 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | 4.000 | $1,550.00 | $6,200.00 | $6,200.00 |
| 0023 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 8.000 | 8.000 | 8.000 | 8.000 | $9.00 | $72.00 | $72.00 |
| 0024 | TRAFFIC STRIPE(PAINT)(4" WIDE) | 854(A) 8800 | LF | 4,140.000 | 4,140.000 | 4,168.000 | 4,168.000 | $0.35 | $1,458.80 | $1,458.80 |
| 0025 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.130 | 0.830 | $7,250.00 | $942.50 | $6,017.50 |
| Subtotals For Category 0100/ROADWAY | $72,935.65 | $217,400.93 | ||||||||
| Fed/State Project Number: BRF-056C(253)CI | Project: 15205(04) | Category: 0200/BRIDGE | ||||||||
| 0026 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 220.000 | 220.000 | 220.000 | $10.00 | $0.00 | $2,200.00 | |
| 0027 | GRANULAR BACKFILL | 501(F) 6352 | CY | 102.000 | 102.000 | 102.000 | $40.00 | $0.00 | $4,080.00 | |
| 0028 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 299.000 | 299.000 | 299.000 | $210.00 | $0.00 | $62,790.00 | |
| 0029 | SAW-CUT GROOVING | 504(B) 1305 | SY | 254.400 | 254.400 | 254.400 | $5.00 | $0.00 | $1,272.00 | |
| 0030 | CONCRETE RAIL (TR3) | 504(D) 6239 | LF | 281.300 | 281.300 | 281.300 | $50.00 | $0.00 | $14,065.00 | |
| 0031 | STRUCTURAL STEEL | 506(A) 1322 | LB | 330.000 | 330.000 | 330.000 | $3.00 | $0.00 | $990.00 | |
| 0032 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 3.000 | 3.000 | 3.000 | $600.00 | $0.00 | $1,800.00 | |
| 0033 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 3.000 | 3.000 | 3.000 | $600.00 | $0.00 | $1,800.00 | |
| 0034 | CLASS AA CONCRETE | 509(A) 1326 | CY | 81.400 | 81.400 | 81.400 | $550.00 | $0.00 | $44,770.00 | |
| 0035 | CLASS A CONCRETE | 509(B) 1328 | CY | 79.400 | 79.400 | 79.400 | $550.00 | $0.00 | $43,670.00 | |
| 0036 | REINFORCING STEEL | 511(A) 1332 | LB | 32,440.000 | 32,440.000 | 32,440.000 | $1.00 | $0.00 | $32,440.00 | |
| 0037 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 80.000 | 80.000 | 80.000 | $28.00 | $0.00 | $2,240.00 | |
| 0038 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 218.000 | 218.000 | 218.000 | $31.50 | $0.00 | $6,867.00 | |
| 0039 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 80.000 | 80.000 | 70.330 | $12.00 | $0.00 | $843.96 | |
| 0040 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 218.000 | 218.000 | 193.000 | $13.50 | $0.00 | $2,605.50 | |
| 0041 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 388.000 | 388.000 | 390.830 | $39.00 | $0.00 | $15,242.37 | |
| 0042 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 172.000 | 172.000 | 162.720 | $30.00 | $0.00 | $4,881.60 | |
| 0043 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 60.000 | 60.000 | 60.000 | $24.00 | $0.00 | $1,440.00 | |
| 0044 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 38.000 | 38.000 | -17.000 | 38.000 | $24.00 | $-408.00 | $912.00 |
| 0045 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
| Subtotals For Category 0200/BRIDGE | $-408.00 | $249,909.43 | ||||||||
| Fed/State Project Number: BRF-056C(253)CI | Project: 15205(04) | Category: 0600/STAKING | ||||||||
| 0046 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.150 | 0.900 | $8,250.00 | $1,237.50 | $7,425.00 |
| Subtotals For Category 0600/STAKING | $1,237.50 | $7,425.00 | ||||||||
| Fed/State Project Number: BRF-056C(253)CI | Project: 15205(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0047 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $4,000.00 | $1,000.00 | $3,000.00 |
| 0048 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $1,000.00 | $23,000.00 | ||||||||
| Subtotals For Project BRF-056C(253)CI /15205(04) | $74,765.15 | $497,735.36 | ||||||||